HomeMy WebLinkAboutC402 EROSION CONTROL DETAILS & NOTESSMPPP FOR C0181PIMIION SIIES:
1. 1! OIGR WAIERSHED HYDAOLOqC UNrt CO�E:
o5isosai mm
s. wwe a ai rs�ccmrvc wnh�s
WR fENIIG ORAIN. J-W. 1NWKINS qRA1.
3. 6111M1E OL PFAN qSCWAGE LOR POSf CONSIRUC110N
coxomor� �iao-rcw�
0.60 C45
♦. incmors ar sc�cinc vaxrs wirr� smxuw�irx oacnwcE �xu iri,� � srz
Ai POIMS 3930' PNU 1200' SONx OF ME IMERSECiIOx OF q1Y CENiER DANE PND
rxc uoHON rwu�.
5. LOCRMINS tYHETd SIORIfNR1ER IMY BE OIAECRY qSCWRCm IMO GRWNUMAIFR,
SUCH AS I&NpONFD WELLS OR SINKHOIA
sroauwnrER is xor urtiavnr�n ro ENrza cRouxowArza wiTMix TME vreaEcr uuns.
6. SEE SHEEf C001 FOR mILS LL1P.
SqIS A4P OL 1HE PfED041WM miL ttPES INCWDING.
a. �IL IECFND WIIH pESptIPIlONS OF FACH SOIL rnE
Br - BROOK40N 911Y lOAH
IHIS SOIL IS �ARN COLOPE�, SIl1Y IN IEXNRE AN� ON OEPRFSSIONAL
UPIANOS. R IS OEEP ANO VET" POORLY pRAINED WIiH MO�EFAiE
PERMfABILIN. li HAS HIGH AVAIIABLE WAiER GOR PUNi GR�WiH PND
HIGH ORGPNIWAiIER CONiENL li HAS COA1PACi iILL AARiING Ai
F �EPiH Of 40 i0 fi0 INCNES. iNE MAIN WIL iFqNRES iHAi FiFECi
Me uRaau o�maueur uses nae seasorvn� xi� wnrza rna�e, wcH
POIEMIFL fR04 ACiION. MOOERPiE SHRINN-SWELL POiENiIAL, MO�EAAiE
PERMFABILIN AND OEIEMION BASIN SORFACE WAiEA.
b. 9Eff DESCPoVIION Of HOW ME SIIE Hl5
PLC�Y40W1ED iHE IX6TNC SqL IlYRA1qN5
Br - BPOOKSTON SIL1Y L�AM
BECPUSE Of 1HESE ENGINEEAING 11MliAilONS iH15 ffiE WIl1 BE
CONSiRUCiED h5 fOLLOWS: 9EINC A �EVEL�PMENi WIiNIN
IHE JURS�ILTION OF iHE Cltt Of GRMEL AN� NAAIILi�N
COONtt WILL HAVE i0 A91�E BY iHE C�AREM S�B�MSION
CONiROL OR�INPNCE. iH15 OR�INFNCE REOUIRES MAi WE HAVE
PN ARiIFIGYALLY ORNNEO SIIE AN� IHAi iHE BUIIDINGS WIiHIN
iH15 �EVELOPMENi 6E WELL AAWE iHE 100 YR. EIfVAiION
Of iHE PROPOSE� �PEMION BASINS AN� iNFREfOPE BE
PF�IELTE� iRON FLOO�ING. ALL SANIiARY SEWERS SHFLL BE
PIIBLIC AN� iNEPEFORE NO SfPiIC SK1EM5 SIWL BE ALLOWE�.
fOUN�AiION qtNNS WILL BE INSiPLLE� i0 ALLEVIAIE POOR
owrvwc sm� carvomorvs.
�. oczRimox or rmErmu aouuravr souRCEs rssauhn wm� �xE consmucnox
ACIM1TIES
POiEMIAL PoLWiANi WORCES �IIAING CONSTROCiION ACiIN➢ES INCW�E
SE�WENi CONCAHE WASIEWFiER T�N. f0.59L NE6. 01� GRFASE
FND PPIN1. ENPOSYIRE Of iNESE PoLWiANiS i0 SiORM WAiER AIINOFF
SHOUL� BE NINIMIZE� BY PERFOPNING ACiIVI➢ES SUW AS EpUIPMEM
AORAGE, RENELING, MAINIENANCE AN� PQAi-A-lfi PIFCEMEM IN
�ESIGNED ARFAS h5 SHOWN ON INIS SHEET.
B. 1ENPORWY AND PEAIAWfM SfOANWAIER OIIWIY 4fA5VAE5:
a. LOGPON - SEE SxEEi C4m
b. qNEN5pN5 - AE �RAILS Ox SxEE15 CWI PNO CWR
u OEf.UIFD SPECIfMAlI0N5 - SEE SPECIFICAipNS IN PR0.1ECi IA4NIIPL
4 fAN51RIlCPON �RNLS - Sf£ UEiAIIS ON SHEE15 C101 RNU C402
<. NONIfOAINC ONU I.WIlIEIVNCf pllOfllNES - SEE iABLE ON SHEEf C4a]
9. CENEPP1 WNSIRIICIION YpLENCE
FACH PVN SHOUN WNWN MULIIPIE SiOPAfA'AlIX
PqLMON Pf�4ENiqN MFASIIP6. Pll MfA511PE5 'MLL NOi BE
INSTNI£0 Ri 1HE SWE PME. VAGIOUS MEASIIR£5 WILL BE MST411ID
pi DIFFEAEM 11ME5 1HAOUCMOUI ME CONSIRUC110N PRJCE55. SOME
wiu ec ixs�um aaioR ro µo oisruRav�cE, µo oTMms wr xor
BE INST�LLID UNIIL WORI( Ri IHE SIIE PROGR65E5 i0 M' M'FA
wH�x[ TM[r na[ Ncc[ssnxr. rncx eaoaosm uusuR[ sxoun �
IOEMIRE� IN 1HE SEQUENCE fS i0 WHEN R IS i0 � INSfIL£U IN
RM11(IN i0 1HE VNO DISNRBINC AC11ME5.
10. lfIfATON OG PFOPOSED mIL SfOCKPRA, WqROW, IND/OA
oisPosa ae�
1HFSE AGFlS SWll � INCLUDED AS PNtf OF ME PVNS
WHEiNfR 1HEY OCCUP ON pi OfF SIIE.
NO i0P501L SiOCKPllES OR BORR�W PRFAS PFE PROP�SED ON iHE SIIE EXCE55
i0P50h5 SxpLL BE AE�SED OnS�E wHERE PoSSiBLE.
i i. huvauxr u+o auauxxr suisncc sremuunox unxoos
IPPRJPRUIE fOR E1CH SFAWN - SEE SHEfl C401.
PRO`AOE AP%1GipN R416 FOR SqL Al1ENqAFMS INO SFID MXNRES, f5 WELL AS�
1HE TPE PNU MNGPON Mif Fqt MULCH. - SEE SEE�ING SCHmUI£ ON 1H15
SHE£i.
iz. eRosioN a�o s�oiueM eaMna� srEananoxs ron
ixomouu euiwiuc ars - nor nreucne�c
i3. unn.eu,� xwouxc, sraur� nNo spu rx�mmax ww
a. lISI Of IXPECIFD W1FAW5 iXPi WY BE PFFSEM ON
hlE SIIE DUAING CONSIRUC110N OPER4110N5
c. vmirrzn o¢cAivnox or xax tx[s[ wi[av,�s x�u �
IVM�IID i0 MINIYIZE 1HE PoIFMUL OF FNIFfdNC iHE
SfOAM SEWFR Sr5ip1
c PAOCEDUiES fOR iNE WMRld;fqt i0 iN(E IF OM'
SPILLS OCWR DUAINC CONSiRUCIpN.
sEc vu� oN �xis sHEn
ie. coMncr ixronwnox ron n�e maxm ixomouu
125PoN99E FOR TTOfd.lMAiIX PoLLMON PRMNIpN FOR 1HE PPWECi SIIE
�w�
s�n����
ONE P�COR S W PAE YA 3fm NVENUE &W. CARMFl, IN dBp32
PH:31]-i533188
I5. CUAIVFM RM90N W1E ON ALL SNEER - SEE SNFEfS
s�� �oR ��o����,:
I. OESCPoPIqN Of PoIENIVL PoW110M SWRCII �SSOCUIEO'MiH 1HE PROWSFD VND
USE
E%PEQE➢ POLLIRANIS IN STAGE POST-0EVELOPAIEM SiAGE MCLU�E OIL, GPFASE,
amiraE¢E, cnsouxE, rrc. ixnr cou�o eE s�uco ar rExwis. aoonioru� aorrxnu
PoLLOiPMS INCWOE FER➢LIZE�, iRlSH, PFSiICI�ES, �ND HEfl91CI�FS.
2. PoSf-WNSIRLCIION SfOPAfA'AlIX qAWIY AEASUPES:
PoSi-CON4ROCilON SiOPMWAiER OIIALItt MFASIIRES WILL
CONSiSi OF TWO E%i41rvC HYDRODttWNIC SEPARni0R5 (AOUnSWiRQ:
J. SEQUFNCE 06CRBNG SfOAMMAIIX OlW11V MEASUPE
IYREI.QlL11qN U6CRIPIION OF WHFN 1HE PIVOPOSm PoST CONSIPUCIION
SfORYW.ilpt q.W11Y YF/SUPFS WILL � INSfN1Ep IN I�IAiqN i0 iHE GENpU1
CONSTRUC110N SEUUfNCE.
SEE WNSiRUCiION SFQOFrvCf ON SHER C40�.
1. STOfdM1YAiIX p1111PT MEASIlR6 iIl BE IYPLEYENIEO 10 PPMM OR MNIMIII
IDVERSE IMPACIS N SIRFAIA ANU RIPNdW WHRAiS
NO SiRfnM ore ewneinry nnBiinis nRE LOCAiED NFpR ME SIIE.
5. AN OPERAiION PNU WIMEWMCE IYNWLL f0A NL
PoST-CONSIPIICIION SfOPoIWAiER pIlOL1T MEA9JfdS:
PQALONSiROCiION BAIPS ARE E%IS11NC ANO WERE INSiALL IN APPROXIMFIELY 4005.
RELEA5E0 FOR CONSTRIICTI�N
Su6jec��o compliance with allregula�ions
of S�a�e antl Local Codes
City of Carmel
r
�un��\i lo•rvalM��_
DATE: 08�2 � �2O
MATERIAL HANDLING, STORAGE AND
SPILL PREVENTION PLAN
WIERVL HWOIMC, SfqUCL INU SPILL Pf�4FNIKK1 PLW: IN Ofmpt i0 YNI4QE 1HE AEIFAF
Of PoRNII01 PoWIiINR OLRNG CONSIMICipN iHE WNIW&i0R 514ll IM%£YEM 1H5 AUlIXU1
WNOIING MD 5%LL PREVENAON PLW. iHE WMRACTOR SINLL AENEW iH15 %NI WIIH NL
SIIBWMWLi0R5 PN� REpNRE iH4i iHEY IYR£AEM iHE PVN RS WfLL. IF A 5%LL SHWLU
OCWR PLF/SE COMACT 1HE PP%tOPld41E MIIHOAIIIES �LOW:
EMEPCENLT PESPONSE 911
GNYEL RAE OEP�YIMEM (JI])5]1-2600
GIRMEL PoLICE DEP4AMEM (31])91-35/5
IN�WU �EPMIMEM OF H4NWL R£SOIIRCFS (81P)4P-8P3
IN�WN �EPPATMEM OG ElMRONMEMPl M4Uf.EMQIf (31])23.1-))15
wwi�ror� courm soi� .wo we�[e (anp�a-mai
1. CONSIPOLTON EQIIIPYEM
0. NELNG LU9RICAPON AND FLUIUS: Pll OPEINPONS INVJLNNG IHE POpIION Of FLUIUS TO
E�IIIPMEM SNOUN BE �ONE IN ONE I➢CA➢ON, AS �ESICIUIE� ON SNFEf CN�I, � TVS
SPILLS IRE IIMIIE� i0 1HRi SPECIFlC LOGPON WHICH N1LL fFCILIfRiE 1HE CIFIMLP Of
SPILLS. If PN OIIISIOE NEl1NG iPNN IS PUNNF➢ i0 BE ON SIIE, R SHVL BE WUBIE
WILID IN� STORm IN 1HI5 �ESICN4IE� MFA 1H6 LOCAPON IS AN IAFA114R WILL NOi
PLLOW SPiLLID FlUIDS i0 MGM1E iM0 SUBSURFACE 50115. IN iHE EbFM Of A SPILL
1HE FlllIU SIULL IMAIE�MiELY BE CI&Nm IIP Bf PEYONNG 1NE WMMIIl�1E0 SOIL OR
STONE WHICH SWll BE OISPOSm Oi IN 4N 4LCEPfRBI£ AIWNER. SPLLS ON WAU
SIIRGAC6 SWVL BE S(WKm IIP Bt PN ILCERIBIE UAiERW, SUp1 �S qL DIH .UO iHE
PHSOP9ENi IM1Eltl11 �SP�SED OF IN A PRWER YANNER. 1HE SPILL SIWL N50 �
REPoRIE� IAIMmU1ELV i0 iHE COMRfGiOR'S SUPERIMENOENf.
B. EOIIIPMFM PEPNR, ESPECWLV WNEN 41LI�5 YIISf BE PEIAOYE� LROM 1HE EWIPAEM OR
1HE POSSIBILIIY OF 0.U1� SPILIS IS HIGH, SHOUW AWI,YS BE WNE Off511E,1i � F,1CIltt
11Ni IS NOAE SURPBIf iHPN A CONSIRUGTON SIIE i0 WNOIE SPiLLS. M1EN EWIPAEM
MIISf BE REPNRE� ON SfIE, R SNOUN BE YW£� i� 1HE EWNIPUNCE.VD NFIING IAfA
f POSSIBI£. OIHETYISE, SUR�61£ ON SIIE COMNNEPS SHOUID 9E %ACm LNOER 1HE
EOIIIPMFM OOPING REPAIR i0 GiCH M!Y SPIIIE� RNOS UIU iHESE NIIU$ SHOUD �
oisPosco ar in n axarm rAwxw.
c. ui a�usna� nuio caMuxEas, sucx as cssou�E cnxs, sxui eE wsaEcrto rax
IFN(5 EACH PME 1HEY NE USE�. f IUJ(5 ,NE fO�.ND, TIE RU10 SW11 BE RfMOYm
LPOY TIE COM.UNEP IN A PPOPEA A4NNER IND iHE WNfNNpt pI5Po5ED 0� IN IN
PLCEW4Hl£ WNNEP. EMPIV OISPoSIHIE CONfNNE1S, SIICH fS GPFlSE NBES PNU
LUptlG11NG qL IND BR4(E RUID COMIlNp6, INp TIER P,1CYXiNG. SIWL � DISPOSED
4G IN A Pfl4PFR IWINFR INU 9V1L NOi BE Lffi ON 1HE IXWN� OR M ilE OPEN ON
1HE CpI51flUCIlON SIIE.
1. CONSIPIKIpN ANIEAWS �XD MEN P�CYMiNG
A EAOSqN COMRaI MF/SNt6 S10WN ON 1HFg PUNS SH4L BE IM%£NEXIfD %dqt i0
AN� WFING WNSIRUCIION IN 1HE PROPFR SEWfNLYNG N MINIMIZ£ SOIL fRO510N.
EPOSqN COMR015 SH41 BE INSPELTE� PN� AWMNNm RS �6CRIBE� ELSEYMEPE IN
1H6E PIRNS. E%CESSIVE �USIING OF SOIL ON 1HE AIE SWll1 BE MINIMQEU BY RmIIqNG
coHsmucnax rvnmc ncRoic awc saa oumxc om auo/oR vnr�or wuTMrx, u�o ar
MPLYING WA1ER OR OMER I.CCEPfABLE OUSf CONIIiOL MFASUAES i0 hlE SOIL UPoN
COMPI£IION OF CONSiRIILTION ANU SIIRPBI£ ESTOBIlSHMENi OF PER114NEM VEC£i1PON,
1EMPOMRY EIVOSION WMRtt MElSURfS 9JCH PS SILi fENCE, CHECK 0.4M5, M'0 INI£f
PROIELTON DENCES SIWL BE RfYOVEU IN R UANNER i0 YINIMIZE ID�IIIOWLL V.N�
oisuRawcc ury u�ras wsruRaEo er mcsc orounorvs swui aE axaaw�r
ke�ceiaim.
9. UPU W0.51E MAIEAWS CAFAIED BY CMING, SIWING, ORIWNG, OR O1HFR WEMPONS
SWll BE Pk]PEf4Y p5P05N OG IN SIIRPBIE ON SIIE WASIE COMNNp6. iHE SIIE
SHLLL 9E CHECNEO Ri 1HE Q1� OF 1HE WV, Ai R MINIMIIM, AN� Pll WPSIE IMiEPWS,
NCLUOINC hI05E BLOWN RRO55 OR OFF iHE SIIE 6Y WIND, SHVL � PICKEO UP M'D
oisaosco ar ix sun�a� corvruxQs. wHcac rassie�c, arm�nor�s sucx u v,x�xc
Mnr c�nrz sruu rumcus snouw � vamRUEo iry onE saor in au nnu
aAohcrm mou vnHo, auo wnsi[ v.wnc�s caucchn µo oisvas[o or �u[qiumr
i0 MINIMQE WNU DISPEPS�L
PACVIGINC USm i0 lIUNSPqtf IMIEA45 i0 1HE SIIE FOR CONSiP11C110N Of iXE
FACIIM SINLL BE q5Po5ED Of PAOPFRLY, WHEMER illE WiFRVl 5 TN(EN Wf 4F IIS
W{NM� INp INC-0PPqUIEp IMO lllE PPOJECi IYYmU10.Y OR $IORm d!1 $IfE fOR
NNPE USE. PACIUGm WRPWS SIORm ON SRE SHVL BE INSPECRO PEGUVALY 4N0
1Nf LWSE PACNACNC AWL BE AEPNfEU OR OISPOSm 6 PftOPERLY.
C. PLL OFNRIERING ACIM1TIES SHPLL AE OONE IN ,1CCOPP1NCf TO 4U00 EAOSION COMFJL
PRPCPCES. 1NESE PPICPCES SH�ND INCWOE 1NE USE OF OIP! &CS SLCH 0.5 0.W�V
�IRf dMS. 1HE USE Of iHESE ttPES OF DEWRIEPING OFACfS MLL REIAME IRRGE
OWMIII6 OF SILi, SmIMFM, AND OIN1 pN0 PAEVEM 1HESE W1FRW5 fR04 EMERING
1HE SfOPM SEWER Si51E11.
o. iF �x[ usc ar uw[ is us[o ro sreaiuu TMc soa a me s� ix[x eu coxsmucnox
EO�IPMEM USED SH41 9E CIFNFD OF NL IXC65 WIEAVL MM W�1FR IN 1HE
CONS1AlILTON SipLING ORFA AS SIqWN M11HIN 1HESE PLWS.
E NNPoENR RND fER1111ZFA5 9Vll ONLY BE USm i0 6fRBIlSH WAD 4ECRA1qN. YMEN
iH6E Pft4011Ci5IAE MIUFDD. 11E USfR SHWID PAY SIPoCf AlIFN110N N TE
PAOqk15 AECOMYEIDm USWE.
3. corvcR� wasrt wnrzR
n nu coHca� w.�srt w�rtR suu eE xE�o a ix �xc oaicxarzo u�n �s sxowr� ax
ME PVNS. 1HI5 pFfA IS A 3!' OEEP. M'X10' BI.00N H151N NiIH RN IMPFIMOUS
MEMBRWE. 1H5 ORG S14ll BE II�ECR� ON A 0.4LT 8SSI5 Ai A MNIYUY, KHEN 1H6
MFA BECO4E5 NLL iHE PoLLUf4NIS SIV11 BE IXGVAIED, PV&ED IN ON �CCFPf/&E
coHruxm u�o omosm ar w n vaaaEa uwrFa.
4 PNM PRO�OC1$
0. ALL EXC65 PNM NID iHOR fEUIED PROWCiS SIWL � q5Po5E0 Of IN TE IAWNFR
BY WHlql RE AIWIIFI&NISR SIIGC615. UNOER N� CIRCUYSTMlC6 9W1 PNM OR
1HOR PEUIED PAOOULIS BE qFINm Ofl q5PO5E0 Of IN 504 �RNIY SFM1fAS, SfOPoA
se�cas oa oEmmox a�vxs. ury xounoxs ar mis swu � xwaxim ro mc .ae
suviceixiwoEM.
ix me emn a nccoExru coxrexrtunox ,ui urans siouw � unne ro �auwe
WNfM11WWR IN ON IPPAOPANIE WNNFR. ME GRNR fIAE OEPNtIMFM( 311-5'/1-2600)
SHWID BE COXIACIED IMMmU1ELY N OEIEAMNE f NRIIiF MF/SLkES ME NEEOEO.
FI FXSTf1RM P/Ns 62MSQFX
Stl WLEI IYVE� RA1SE� CASt IRON FRPME PN➢ FLAt RECiFNGULAft/SRUABE 6RAtE
a •.� "
,
, � �.
�� � � � om.� �om�
"" rs.
L N^�INei SHOwN uRC (OR AnNUnFO Pe' BnG OEPiHi "MORP 12' OEPIH BaGs nRE
9V91LPBLE VIiH -S SOPPI%' RPLMGS RE�OCE➢ BY -50%.
2. iHE POLLOVM6 RE�NRES P�DIiIONPL REVIE4
iRatFc v�iN FxiLN��� ADtIDMS
-oNv pBs�RllptO MLLt IIPLNINtii
R��INIFi iYPF��R4ISE� CaST 1RON �RAME dN� ROl1N0 6RATF
� �\ A
I 1'J ���T°Tl?q[�vI]o
1t�=�'� _��� `I�_ a,�ME�oP�
e
x� �.,
...........,
-- \
� �
INLET PROTECTION DETAIL �
NO SCALE CaOZ
1/2°X 24'
IATH TO
STAKES
FINISH
GRADE
�
�
36' WIDE NON-WOVEN
POLWROPriFNE GEOIE%
FABRIC (4.5 OZ�SY)
ACCUMUUTED SILT
-CU� COMINUOUS TRENCH,
� 6" TO 8" DEEP & INSERT
LOOSE END OF FPBRIC,
- flACKFILL W/ E%CAVAIE�
MAIERIAL @ COMPACi
2'X 2�X 3fi° LONG HAR�W00�
STANES W/ ONE END
SHAPPENED & SPACED 5'-0°
�.�.
SILT FENCE DETAIL �
NO SCALE C402
WHUT 0
OA15
ANNOAL I
NON-IRR
IRRIGATEL
DORMAT
IRRIGATION NEE�ED �URINC THIS PERIOD. TO CONiROL
EROSION AT TIMES OTHER TWW IN THE SVWDED PREAS,
USE MULCH.
. IATE SUAIMER SEEDING DATES MAY BE PTENDED 5 DAYS
IF MIILCH IS APPLIE�.
" INCREASE SEEDING PPPl1CAlI0N BY 50X.
FIGURE 5-3
TEMPoR4RY SEEOING:
KIND OF SEED 10W SQ.Ff. ACRE REMARKS
WHFAT OR RYE 3.5 IBS. 2 BU. COVER SEEo 1' TO 1-1/2' DEEP
SPRINC OA15 2.3 LBS. 3 BU. CWER SEED TO 1 �EEP
nuNua� mEcaass t . ao . covEa scEo ro i o
� NOT NECESSARY WHQiE MULCH IS PPGLIED.
SEEDING SCHEDULE �
NO SCALE C402
���� \���
\ Nc\\ \
� \
\ �\\
I
���
STAPLE DETAIL
Waod or metal
stakes (2 per bole
Slmw boles
(2 bales high Mt
Original ground
Gmvel-filled
bags in comers
6" SiONE �EPiH IAW.
.��P�RAR, ���.R �.�N ��,RON� �F,A
1. SiONE SZE SHlJ1 CONFORIA ID PSiM �48
(z' ro a' oia)
2 fERiODiC SiONE i0P DFESSNG & wASHirvG
as rse¢mr+�o_
TEMPORARY CONSTRUCTION ENTRANCE
NO SCALE
Plywood
� 4-0` � 2'_0•
CONCRETE P���t� wh��e
Black letters � [
WASHOUT 6" height
Lag screws (1/2") �
+
a Woad post : � �
I (}-1/2 x3-1/2"X8�-0") �
i °
/+�� /AV �
o � �
CONCRETE WASHOUT
SIGN �EfAIL
ples Plastic liner
per bale) �
14'-9" Min
JIv e^e elel I �I
II ��
� �,,
�
v �� �
����
�e6n>E
bales
metal
Gravel-filled
bags in carners
PWJ
TEMPORARY CONCRETE WASHOUT FACILITY
(On Gmde)
NOIES:
1. The concrele washoN sign shall be inslalled
within 50' of the tempomry concrete
�� �� � washout facility.
�� c
2. Plastic liner shall be anchored with gravel-flled
SECTION C-C bags for below gmGe concrete washout
facilily.
CONCRETE WASHOUT DETAIL �
NO SCALE C402
C CINCLE DESIGN GROUP
wu.tn➢aism
Engineer'
No.
910023
STAIE OF
� �
Q � �
[lI �II �
�
f�
KEY PLAN
CARMELCIN CENTER
scuexre
�
FlIN IKMH
Developer:
P E D C O R
[�:� vB�i,t,ez
DEVELOPMENT CO.
Project
V�
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� U�
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a
Se[Issue Date Sheetlssue Date
Drawn By Checked By
Last Revision Date:
Sheet Title:
EROSION CONTROL
DETAILS 8 NOTES
Sheet Number:
C402
ae�owFiNisHcanoe) I"RVrILC VItVV
iEMPoRPRY SEEDWG DAIES: